Dickey Creek Bridge - 16203_Teanaway_LoadRating_Final.pdf
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- Attached to
- WA KITTITAS 5880(1)DICKEY CRK BRIDGE Federal contract opportunity
- Solicitation number
- 69056722B000006
About this file
This federal contract opportunity is for replacing the Dickey Creek bridge in Washington. The Department of Transportation Federal Highway Administration is soliciting bids to replace the existing bridge with a wider and longer structure to safely accommodate all vehicles, bicyclists, and pedestrians while reducing flood impacts and restoring natural river processes. The new bridge work includes replacing the current bridge structure to provide increased capacity and enhance safety. Bids are due under solicitation number 69056722B000006 by the response date.
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Text version
BRIDGE NUMBER: 16203
BRIDGE NAME: Teanaway
STRUCTURE ID: 08271500
SPAN TYPE: Prestressed T Girder
LENGTH: 53.5'
SPANS: 53.5'
DESIGNED BY:
DESIGN LOAD: HS-20
RATING BY: M. Stanners
CHECKED BY: M.L Frymoyer, PE, SE
DATE: February 2018
Rating
Factor ɣL WSBIS Item No.
0.38 1.75 1555/1556
0.49 1.35 1552/1553
Rating
Factor ɣL
Posting Load
(Tons)
WSBIS
Item No.
0.98 1.00 24 Tons 2587
0.99 1.00 35 Tons 2588
1.11 1.00 2589
0.66 1.00 2590
0.87 1.00 23 Tons 2591
0.79 1.00 24 Tons 2592
0.72 1.00 25 Tons 2593
0.67 1.00 25 Tons 2594
Rating
Factor ɣL
Rating Load
(Tons)
WSBIS
Item No.
0.78 1.20 37 Tons 2595
0.66 1.20 68 Tons 2596
RATING METHOD (WSBIS 1551/1554):
8 - Load and Resistance Factor Method (LRFR) (BDM 510.23.2016, AASHTO LRFD 7th Edition, MBE 2014)
BRIDGE INFO:
Superstructure rating includes 33% impact -Design trucks, 10% impact Legal/OL trucks and 1 inch of asphalt overlay.
Deck coded "6"
Superstructure coded "5"
Substructure coded "5"
Load posting required.
Recommend Load Rating - includes Service Load Case (stress check, using these rating facotrs will limit stresses in the concrete and extend the life of the bridge)
WSDOT Overload 2 Shear at 2.59 ft from support.
REMARKS:
Special Haul Vehicle (SU7) Stress 35.7 ft from support
PERMIT LOADS Controlling Point
WSDOT Overload 1 Shear at 2.59 ft from support.
Special Haul Vehicle (SU4) Stress 35.7 ft from support
Special Haul Vehicle (SU5) Stress 35.7 ft from support
Special Haul Vehicle (SU6) Stress 35.7 ft from support
AASHTO 2 (Type 3S-2) Stress 35.7 ft from support
AASHTO 3 (Type 3-3) Stress 35.7 ft from support
Notional Rating Load (NRL) Stress 35.7 ft from support
HL-93 Operating Shear at 2.59 ft from support.
LEGAL & NRL LOADS Controlling Point
AASHTO 1 (Type 3) Stress 35.7 ft from support
BRIDGE RATING SUMMARY -RECOMMENDED LOAD RATING
RESULTS OF RATING
DESIGN RATING Controlling Point
HL-93 Inventory Shear at 2.59 ft from support.
BRIDGE NUMBER: 16203
BRIDGE NAME: Teanaway
STRUCTURE ID: 08271500
SPAN TYPE: Prestressed T Girder
LENGTH: 53.5'
SPANS: 53.5'
DESIGNED BY:
DESIGN LOAD: HS-20
RATING BY: M. Stanners
CHECKED BY: M.L Frymoyer, PE, SE
DATE: February 2018
Rating
Factor ɣL WSBIS Item No.
0.38 1.75 1555/1556
0.49 1.35 1552/1553
Rating
Factor ɣL
Posting Load
(Tons)
WSBIS
Item No.
1.02 1.30 - 2587
0.98 1.30 - 2588
1.03 1.30 - 2589
0.76 1.30 - 2590
0.92 1.30 24 Tons 2591
0.90 1.30 28 Tons 2592
0.86 1.30 29 Tons 2593
0.76 1.30 29 Tons 2594
Rating
Factor ɣL
Rating Load
(Tons)
WSBIS
Item No.
0.78 1.20 37 Tons 2595
0.66 1.20 68 Tons 2596
RATING METHOD (WSBIS 1551/1554):
8 - Load and Resistance Factor Method (LRFR) (BDM 510.23.2016, AASHTO LRFD 7th Edition, MBE 2014)
BRIDGE INFO:
Superstructure rating includes 33% impact -Design trucks, 10% impact Legal/OL trucks and 1 inch of asphalt overlay.
Deck coded "6"
Superstructure coded "5"
Substructure coded "5"
BRIDGE RATING SUMMARY -REQUIRED LOAD RATING
RESULTS OF RATING
DESIGN RATING Controlling Point
HL-93 Inventory Shear at 2.59 ft from support.
HL-93 Operating Shear at 2.59 ft from support.
LEGAL & NRL LOADS Controlling Point
AASHTO 1 (Type 3) Shear at 2.59 ft from support.
AASHTO 2 (Type 3S-2) Shear at 2.59 ft from support.
AASHTO 3 (Type 3-3) Shear at 2.59 ft from support.
Notional Rating Load (NRL) Shear at 2.59 ft from support.
Special Haul Vehicle (SU4) Shear at 2.59 ft from support.
Special Haul Vehicle (SU5) Shear at 2.59 ft from support.
Special Haul Vehicle (SU6) Shear at 2.59 ft from support.
Special Haul Vehicle (SU7) Shear at 2.59 ft from support.
PERMIT LOADS Controlling Point
WSDOT Overload 1 Shear at 2.59 ft from support.
WSDOT Overload 2 Shear at 2.59 ft from support.
REMARKS:
Load posting required.
Required Load Rating - based on Strength Load Case (based on ultimate capacity of bridge)
MEMO
Teanaway Road Bridge No. 16203– KITTITAS
Date: February 6, 2018
To:
Kittitas County Public Works
Luke Huck, PE and Sara Folk, PE
From: Marijean Frymoyer, PE, SE
Subject: Kittitas Load Ratings – Teanaway Road Bridge No. 16203
BRIDGE DESCRIPTION
Teanaway Road Bridge was constructed in 1963. It is a 53.5-foot long, single span bridge comprised of
(6) precast, pre-stressed tee girders. The bridge has a total width of 23-feet 4-inches and was designed to carry two lanes of HS-20 vehicle live load.
The tee girders were rated and the lowest rating factor (RF) was used as the overall RF for the bridge.
Abutments were not rated.
ASSUMPTIONS
• Supports: Bridge girders are simply supported.
• Shear tabs provide only enough connectivity to limit differential movement.
• Deck: 1” thick asphalt (ɣ = 0.140 kip per cubic foot) overlay exists on the bridge (12/05/2016 Inspection Report).
• Traffic barrier system: One side has a curb and WF posts with standard beam rail per original design drawings (w = 0.176 k/ft), other side has larger curb and WF post with thrie beam railing per repair drawings (w = 0.253 k/ft). See attached drawings and hand calculations.
• Condition: No reduction in capacity due to degradation is required (all structural elements except railing in Condition State 1 or 2 per 12/05/2016 Inspection Report).
MATERIALS
• Light weight concrete: f’c = 5.0 ksi, Ƴ = 0.110 kcf (from design drawings)
• Reinforcing steel: fy = 40 ksi (based on 1963 construction)
• Prestressing strand: 0.5” diameter, 270ksi strand (from design drawings), assumed to be low relaxation type.
ANALYSIS METHOD
• Load rating was performed using LRFR Method
• Hand calculations and PGSuper V2.9.2.1 were used to analyze the bridge
DISTRIBUTION FACTORS
Calculated by PGSuper per LRFD §4.6.6.2 criteria.
A 3D model was created in SAP2000 to determine load distribution. Girder shear connection at weld tabs was modeled to determine truck load sharing to adjacent girders.
REFERENCES
• WSDOT Bridge Design Manual (BDM) M23-50.16
• AASHTO LRFD Bridge Design Manual (LRFD) 7TH Edition, 2014
• Manual of Bridge Evaluation (MBE)
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Appendix A - Design Drawings
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Appendix B - PGSuper Output
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KPFF Consulting Engineers
Job Number: 1700070
Sheet 1 of 1Bridge: Teanaway 16203 Bridge ID: 08271500
Engineer: MKS
PGSuper™ Version 3.1.3.1, Copyright © 2017, WSDOT, All rights reserved
Date: December 20, 2017
F:\Project Files\1700070 (Kittitas County On-Call)\03 Engineering\Task Order 4 Perform 48 Load Ratings\2017 Bridge LR\16203 NF Teanaway\Calculations\PGSuper\Teanway V2.pgs
North
Plan View A b u tm e n t
.0
H
A b u tm e n t
.0
R
51 ft
N 90° 00' 00.00" E
N 90° 00' 00.00" E
N 90° 00' 00.00" E
N 90° 00' 00.00" E
N 90° 00' 00.00" E
N 90° 00' 00.00" E
A
B
C
D
E
F
Section at Station 1+25.50 - Normal to Alignment
5 spaces @ 4.000 ft = 20.000 ft
23.333 ft0.667 ft
23.333 ft
A B C D E F
17/111
18/111
Shear - Revised
Calculate Rating Factors for Shear based on Simplified Shear Strength calculations
Beta = 2 Theta = 45 degrees
MBE allows simplified procedure for shear calculation
PG Super capacity is overly conservative (ignoring development of prestressed strains to calculate strain)
0.5 ft HL93
AASHTO
AASHTO
AASHTO
NRL OL1 OL2 EV2 EV3 HL93
AASHTO
AASHTO
AASHTO
NRL OL1 OL2 EV2 EV3
2.59 44 22.1 23.14 21.87 29.86 31.34 37.04 26.14 38.65 88 44.2 46.28 43.74 59.72 62.68 74.08 52.28 77.3
3.4 43 21.66 22.5 21.2 29.15 30.65 36.1 25.64 37.9 86 43.32 45 42.4 58.3 61.3 72.2 51.28 75.8
4.84 41.25 20.88 21.39 20.22 27.92 29.4 34.4 24.74 36.55 82.5 41.76 42.78 40.44 55.84 58.8 68.8 49.48 73.1
5.1 40.94 20.74 21.19 20.03 27.69 29.18 34.11 24.58 36.32 81.9 41.48 42.38 40.06 55.38 58.36 68.22 49.16 72.64
10.2 34.76 17.99 17.25 16.29 23.37 24.78 28.15 21.42 31.59 69.5 35.98 34.5 32.58 46.74 49.56 56.3 42.84 63.18
15.3 28.75 15.234 13.84 12.98 19.3 20.38 22.19 18.26 26.86 57.5 30.468 27.68 25.96 38.6 40.76 44.38 36.52 53.72
20.4 22.9 12.49 11.24 10.47 15.44 15.98 16.2 15.09 22.13 45.8 24.98 22.48 20.94 30.88 31.96 32.4 30.18 44.26
25.5 17.7 9.74 8.4 8.05 12.11 11.98 12.1 11.93 17.4 35.4 19.48 16.8 16.1 24.22 23.96 24.2 23.86 34.8
0.43 ft HL93
AASHTO
AASHTO
AASHTO
NRL OL1 OL2 EV2 EV3
2.59 37.8 19.0 19.9 18.8 25.7 27.0 31.9 22.5 33.2
3.4 37.0 18.6 19.4 18.2 25.1 26.4 31.0 22.1 32.6
4.84 35.5 18.0 18.4 17.4 24.0 25.3 29.6 21.3 31.4
5.1 35.2 17.8 18.2 17.2 23.8 25.1 29.3 21.1 31.2
10.2 29.9 15.5 14.8 14.0 20.1 21.3 24.2 18.4 27.2
15.3 24.7 13.1 11.9 11.2 16.6 17.5 19.1 15.7 23.1
20.4 19.7 10.7 9.7 9.0 13.3 13.7 13.9 13.0 19.0
25.5 15.2 8.4 7.2 6.9 10.4 10.3 10.4 10.3 15.0
Live Load Truck Shear - Kips
Live Load Truck Shear - Kips
Loca-tion
Loca-tion gV = 0.5 Results from PG Super
Shear per Girder VLL+IM Shear per Lane/Truck gV = 0.43 Distribution from SAP one lane
Exterior Girder φn Vn 6"= 76.0 kip φn Vn 18"= 40.421 kip β 2 1.25 1.5 1.35 1.3 1.3 1.3 1.3 1.2 1.2 1.3 1.3
ϴ 45 ft Vdc Vdw HL93
AASHTO
AASHTO
AASHTO
NRL OL1 OL2 EV2 EV3
h 34.75 in kip kip dv 25.02 in 0.72*h 2.585 10.91 1.04 0.49 1.02 0.97 1.03 0.76 0.78 0.66 0.86 0.58 bv 8 in 3.396 10.52 1.00 0.52 1.06 1.02 1.09 0.79 0.81 0.69 0.90 0.61 f'c 5 ksi 4.844 9.83 0.94 0.56 1.14 1.12 1.18 0.86 0.88 0.75 0.97 0.65
5.1 9.71 0.93 0.57 1.16 1.14 1.20 0.87 0.89 0.76 0.98 0.66
Vc = 28.3 kip 10.2 7.28 0.69 0.75 1.51 1.57 1.66 1.16 1.18 1.04 1.26 0.86
15.3 4.86 0.46 1.01 1.98 2.18 2.32 1.56 1.60 1.47 1.65 1.12
Vs = 22.24 kip s = 18 20.4 2.43 0.23 1.39 2.65 2.95 3.16 2.15 2.25 2.22 2.20 1.50
Vs 6" spa =66.72 kip s = 6 25.5 0 0.00 1.97 3.71 4.30 4.49 2.99 3.27 3.24 3.03 2.08 φn = 0.8 Lightweight concrete
TRUCK -GVW 25 36 40 96.0 207
No Posting for AASHTO Trucks 25 35 41 0 74 136
Loca-tion gV = 0.5 Results from PG Super gV = 0.43 Distribution from SAP ft SU4 SU5 SU6 SU7 SU4 SU5 SU6 SU7
2.585 24.4 27.1 28.5 29.6 21.0 23.3 24.5 25.5
Controlling Shear for SHV rating factors (at dv from abutment)
4 5 6 7
27 31 34.75 38.75
RF 0.92 0.90 0.86 0.76
Ton 24.92 27.99 29.85 29.51
Ton 24 27 29 29
Live Load Truck Shear - Kips
SHV
Loca-tion
Load Rating Report
For Girder Line A
February 2, 2018 2:20:59 pm
PGSuper� (x64) Copyright � 2018, WSDOT, All Rights Reserved
Version 3.1.2 - Built on Jun 26 2017
Project Properties
Bridge Name
Teanaway 16203
Bridge ID 08271500
Company KPFF Consulting Engineers
Engineer MKS
Job Number
1700070
Comments
File \\sea10\bridgeng\Project Files\1700070 (Kittitas County On-Call)\03 Engineering\Task Order 4 Perform 48 Load Ratings\2017 Bridge LR\16203 NF Teanaway\Calculations\PGSuper\Teanway V1 - MLF.pgs
Bridge: Teanaway 16203 Job: 1700070 2/2/2018
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Configuration Configuration Publisher: WSDOT Configuration Package: ftp://ftp.wsdot.wa.gov/public/bridge/Software/PGSuper/Version_3.1.0/WSDOT.pgz Configuration Date Stamp: July 21, 2017 9:14:02 am
Notes
Girders Teanaway Project Library
Traffic Barriers Teanaway Existing Project Library
Traffic Barriers Teanaway New Project Library
Project Criteria WSDOT LRFD - US Units Project Library
Vehicular Live Load OL1 Master Library
Vehicular Live Load OL2 Master Library
Load Rating Criteria xxx Project Library
Haul Trucks Old Haul Truck-0 Project Library
Library Entry Source
Lr Span Length of Girder at Release
Ll Span Length of Girder during Lifting
Lst Span Length of Girder during Storage
Lh Span Length of Girder during Hauling
Le Span Length of Girder after Erection
Ls Length of Span
Debond Point where bond begins for a debonded strand
PSXFR Point of prestress transfer
Diaphragm Location of a precast or cast in place diaphragm
Bar Cutoff End of a reinforcing bar in the girder
Deck Bar Cutoff End of a reinforcing bar in the deck
CS Critical Section for Shear
SZB Stirrup Zone Boundary
H H from end of girder or face of support
1.5H 1.5H from end of girder or face of support
HP Harp Point
Pick Point Support point where girder is lifted from form
Bunk Point Point where girder is supported during transportation
Symbol Definition
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Load Rating
Load rating occurs in Interval 13: Open to Traffic (Bridge Site 3)
Design Load Rating
Legal Load Rating
Strength I Flexure 0.60 1.750 Span 1 Girder A, (0.7Ls) 35.700 ft 0.77 1.350 Span 1 Girder A, (0.7Ls) 35.700 ft
Shear 0.18 1.750 Span 1 Girder A, (0.0Ls) 0.000 ft 0.23 1.350 Span 1 Girder A, (0.0Ls) 0.000 ft
Service III Stress 0.49 1.000 Span 1 Girder A, (0.7Ls) 35.700 ft
Limit State Type Inventory Operating
RF �LL
Location from Left Support
RF �LL
Location from Left Support
Legal Load - Routine Commercial Traffic
Type 3 0.48 1.300 Span 1 Girder A, (0.0Ls) 0.000 ft Shear
Type 3S2 0.45 1.300 Span 1 Girder A, (0.0Ls) 0.000 ft Shear
Type 3-3 0.48 1.300 Span 1 Girder A, (0.0Ls) 0.000 ft Shear
Truck RF �LL Controlling Point
Location from Left Support
Cause
Load Posting (MBE 6A.8)
Type 3 25 0.48 12 6
Type 3S2 36 0.45 16 8
Type 3-3 40 0.48 19 10
Vehicle Vehicle Weight (ton)
RF Safe Load Capacity (RT) (ton)
Safe Posting Load (ton)
Legal Load - Specialized Hauling Vehicles
NRL 0.35 1.300 Span 1 Girder A, (0.0Ls) 0.000 ft Shear
SU4 0.44 1.300 Span 1 Girder A, (0.0Ls) 0.000 ft Shear
SU5 0.39 1.300 Span 1 Girder A, (0.0Ls) 0.000 ft Shear
SU6 0.37 1.300 Span 1 Girder A, (0.0Ls) 0.000 ft Shear
SU7 0.36 1.300 Span 1 Girder A, (0.0Ls) 0.000 ft Shear
Truck RF �LL Controlling Point
Location from Left Support
Cause
Load Posting (MBE 6A.8)
NRL 40 0.35 14 3
SU4 27 0.44 12 5
SU5 31 0.39 12 4
SU6 35 0.37 13 4
SU7 39 0.36 14 3
Vehicle Vehicle Weight (ton)
RF Safe Load Capacity (RT) (ton)
Safe Posting Load (ton)
Legal Load - Emergency Vehicles
Type EV2 0.41 1.300 Span 1 Girder A, (0.0Ls) 0.000 ft Shear
Type EV3 0.28 1.300 Span 1 Girder A, (0.0Ls) 0.000 ft Shear
Truck RF �LL Controlling Point
Location from Left Support
Cause
Emergency Vehicle Load Posting
29 0.41 43 0.28 7 9 12
Type EV2 Type EV3 Single Axle (ton)
Tandem (ton)
Gross (ton)Weight
(ton) RF Weight
(ton)
RF
Bridge: Teanaway 16203 Job: 1700070 2/2/2018
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Use rating factors for shear based on simplified shear capacity calculations
Permit Load Rating *MBE 6A.4.5.2 Permit load rating should only be used if the bridge has a rating factor greater than 1.0 when evaluated for AASHTO legal loads.
Load Rating Details
Design - Inventory
LL+IM Design
Rating for Positive Moment
* Live Load values are per girder and include impact.
Rating for Shear
Rating Permit - Special/Limited Crossing Permit
OL1 0.30 1.200 Span 1 Girder A, (0.0Ls) 0.000 ft Shear
OL2 0.25 1.200 Span 1 Girder A, (0.0Ls) 0.000 ft Shear
Truck RF �LL Controlling Point
Location from Left Support
Cause
Span 1 Girder A, (0.0Ls) 0.000 1.000 1.000 1.000 1.000 157.30 1.250 0.00 1.500 0.00 1.750 0.430 0.00 10+
Span 1 Girder A, (Bar Develop.) 0.168 1.000 1.000 1.000 1.000 171.90 1.250 2.04 1.500 0.19 1.750 0.430 6.82 10+
Span 1 Girder A, (Bar Develop.) 0.710 1.000 1.000 1.000 1.000 207.20 1.250 8.50 1.500 0.81 1.750 0.430 28.41 3.93
Span 1 Girder A, (1.5H) 4.844 1.000 1.000 1.000 1.000 339.98 1.250 53.22 1.500 5.07 1.750 0.430 174.77 0.87
Span 1 Girder A, (0.1Ls) 5.100 1.000 1.000 1.000 1.000 349.27 1.250 55.73 1.500 5.31 1.750 0.430 182.78 0.85
Span 1 Girder A, (0.2Ls) 10.200 1.000 1.000 1.000 1.000 525.55 1.250 99.07 1.500 9.44 1.750 0.430 316.40 0.70
Span 1 Girder A, (0.3Ls) 15.300 1.000 1.000 1.000 1.000 630.02 1.250 130.03 1.500 12.39 1.750 0.430 400.87 0.64
Span 1 Girder A, (0.4Ls) 20.400 1.000 1.000 1.000 1.000 734.50 1.250 148.60 1.500 14.16 1.750 0.430 448.98 0.67
Span 1 Girder A, (HP) 24.215 1.000 1.000 1.000 1.000 812.65 1.250 154.40 1.500 14.71 1.750 0.430 457.63 0.75
Span 1 Girder A, 24.220 1.000 1.000 1.000 1.000 812.65 1.250 154.41 1.500 14.71 1.750 0.430 457.62 0.75
Span 1 Girder A, 25.280 1.000 1.000 1.000 1.000 812.65 1.250 154.78 1.500 14.75 1.750 0.430 455.13 0.75
Span 1 Girder A, (HP) 25.285 1.000 1.000 1.000 1.000 812.65 1.250 154.79 1.500 14.75 1.750 0.430 455.11 0.75
Span 1 Girder A, (0.5Ls) 25.500 1.000 1.000 1.000 1.000 808.25 1.250 154.80 1.500 14.75 1.750 0.430 454.35 0.75
Span 1 Girder A, (0.6Ls) 30.600 1.000 1.000 1.000 1.000 703.77 1.250 148.60 1.500 14.16 1.750 0.430 448.98 0.63
Span 1 Girder A, (0.7L s ) 35.700 1.000 1.000 1.000 1.000 599.30 1.250 130.03 1.500 12.39 1.750 0.430 400.87 0.60
Span 1 Girder A, (0.8Ls) 40.800 1.000 1.000 1.000 1.000 492.79 1.250 99.07 1.500 9.44 1.750 0.430 316.40 0.64
Span 1 Girder A, (0.9Ls) 45.900 1.000 1.000 1.000 1.000 296.65 1.250 55.73 1.500 5.31 1.750 0.430 182.78 0.68
Span 1 Girder A, (1.5H) 46.156 1.000 1.000 1.000 1.000 288.09 1.250 53.22 1.500 5.07 1.750 0.430 174.77 0.70
Span 1 Girder A, (H) 47.604 1.000 1.000 1.000 0.996 242.00 1.250 38.48 1.500 3.67 1.750 0.430 127.17 0.84
Span 1 Girder A, (SZB) 48.042 1.000 1.000 1.000 0.965 228.85 1.250 33.83 1.500 3.22 1.750 0.430 112.01 0.89
Span 1 Girder A, (CS) 48.415 1.000 1.000 1.000 0.938 217.92 1.250 29.79 1.500 2.84 1.750 0.430 98.79 0.94
Span 1 Girder A, (Bar Develop.) 48.790 1.000 1.000 1.000 0.912 207.20 1.250 25.67 1.500 2.45 1.750 0.430 85.25 1.03
Span 1 Girder A, (Bar Develop.) 49.332 1.000 1.000 1.000 0.914 171.90 1.250 19.59 1.500 1.87 1.750 0.430 65.20 1.14
Span 1 Girder A, (Bar Develop.) 49.874 1.000 1.000 1.000 0.977 125.63 1.250 13.37 1.500 1.27 1.750 0.430 44.59 1.33
Span 1 Girder A, (1.0Ls) 51.000 1.000 1.000 1.000 1.000 36.52 1.250 0.00 1.500 0.00 1.750 0.430 0.00 10+
Location from Left Support
(ft)
�c �s �n K Mn
(kip-ft)
�DC
MDC
(kip-ft)
�DW
MDW
(kip-ft)
�LL
gM MLL+IM (*)
(kip-ft)
RF
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* Live Load values are per girder and include impact.
Rating for Stress
Span 1 Girder A, (0.0Ls) 0.000 1.000 1.000 0.800 38.41 1.250 13.09 1.500 1.16 1.750 0.430 40.66 0.18
Span 1 Girder A, (Bar Develop.) 0.168 1.000 1.000 0.800 39.21 1.250 12.06 1.500 1.15 1.750 0.430 40.48 0.21
Span 1 Girder A, (PSXFR, FoS) 0.500 1.000 1.000 0.800 40.80 1.250 11.90 1.500 1.13 1.750 0.430 40.12 0.23
Span 1 Girder A, (Bar Develop.) 0.710 1.000 1.000 0.800 40.80 1.250 11.80 1.500 1.12 1.750 0.430 39.89 0.23
Span 1 Girder A, (SZB) 1.458 1.000 1.000 0.800 40.80 1.250 11.45 1.500 1.09 1.750 0.430 39.09 0.24
Span 1 Girder A, 2.172 1.000 1.000 0.800 40.80 1.250 11.11 1.500 1.06 1.750 0.430 38.32 0.26
Span 1 Girder A, (CS) 2.585 1.000 1.000 0.800 40.80 1.250 10.91 1.500 1.04 1.750 0.430 37.88 0.26
Span 1 Girder A, (H) 3.396 1.000 1.000 0.800 40.79 1.250 10.52 1.500 1.00 1.750 0.430 37.01 0.28
Span 1 Girder A, (1.5H) 4.844 1.000 1.000 0.800 40.79 1.250 9.83 1.500 0.94 1.750 0.430 35.48 0.30
Span 1 Girder A, (0.1Ls) 5.100 1.000 1.000 0.800 40.78 1.250 9.71 1.500 0.93 1.750 0.430 35.21 0.31
Span 1 Girder A, (0.2Ls) 10.200 1.000 1.000 0.800 54.24 1.250 7.28 1.500 0.69 1.750 0.430 29.90 0.64
Span 1 Girder A, (0.3Ls) 15.300 1.000 1.000 0.800 43.75 1.250 4.86 1.500 0.46 1.750 0.430 24.73 0.65
Span 1 Girder A, (0.4Ls) 20.400 1.000 1.000 0.800 44.27 1.250 2.43 1.500 0.23 1.750 0.430 19.70 0.93
Span 1 Girder A, (HP) 25.285 1.000 1.000 0.800 28.50 1.250 0.10 1.500 0.01 1.750 0.430 15.22 0.85
Span 1 Girder A, (0.5Ls) 25.500 1.000 1.000 0.800 52.98 1.250 0.00 1.500 0.00 1.750 0.430 -15.03 1.61
Span 1 Girder A, (0.6Ls) 30.600 1.000 1.000 0.800 41.15 1.250 -2.43 1.500 -0.23 1.750 0.430 -19.70 0.86
Span 1 Girder A, (0.7Ls) 35.700 1.000 1.000 0.800 43.84 1.250 -4.86 1.500 -0.46 1.750 0.430 -24.73 0.65
Span 1 Girder A, (0.8Ls) 40.800 1.000 1.000 0.800 54.24 1.250 -7.28 1.500 -0.69 1.750 0.430 -29.90 0.64
Span 1 Girder A, (0.9Ls) 45.900 1.000 1.000 0.800 40.80 1.250 -9.71 1.500 -0.93 1.750 0.430 -35.21 0.31
Span 1 Girder A, (1.5H) 46.156 1.000 1.000 0.800 40.80 1.250 -9.83 1.500 -0.94 1.750 0.430 -35.48 0.31
Span 1 Girder A, (H) 47.604 1.000 1.000 0.800 40.80 1.250 -10.52 1.500 -1.00 1.750 0.430 -37.01 0.28
Span 1 Girder A, (SZB) 48.042 1.000 1.000 0.800 40.80 1.250 -10.73 1.500 -1.02 1.750 0.430 -37.48 0.27
Span 1 Girder A, (CS) 48.415 1.000 1.000 0.800 78.13 1.250 -10.91 1.500 -1.04 1.750 0.430 -37.88 0.71
Span 1 Girder A, (Bar Develop.) 48.790 1.000 1.000 0.800 78.13 1.250 -11.09 1.500 -1.06 1.750 0.430 -38.28 0.70
Span 1 Girder A, 48.828 1.000 1.000 0.800 78.13 1.250 -11.11 1.500 -1.06 1.750 0.430 -38.32 0.70
Span 1 Girder A, (PSXFR) 49.000 1.000 1.000 0.800 78.13 1.250 -11.19 1.500 -1.07 1.750 0.430 -38.50 0.70
Span 1 Girder A, (Bar Develop.) 49.332 1.000 1.000 0.800 76.54 1.250 -11.35 1.500 -1.08 1.750 0.430 -38.86 0.67
Span 1 Girder A, (Bar Develop.) 49.874 1.000 1.000 0.800 73.95 1.250 -11.60 1.500 -1.11 1.750 0.430 -39.44 0.62
Span 1 Girder A, (FoS) 50.500 1.000 1.000 0.800 70.95 1.250 -11.90 1.500 -1.13 1.750 0.430 -40.12 0.57
Span 1 Girder A, (1.0Ls) 51.000 1.000 1.000 0.800 68.56 1.250 -12.38 1.500 -1.16 1.750 0.430 -40.66 0.53
Location from Left Support
(ft)
�c �s �n Vn
(kip)
�DC
VDC
(kip)
�DW
VDW
(kip)
�LL
gV VLL+IM (*)
(kip)
RF
Span 1 Girder A, (0.0Ls) 0.000 Bottom Girder 0.351 -0.398 0.749 1.000 0.000 1.000 0.000 1.000 0.430 0.000 10+
Span 1 Girder A, (Bar Develop.) 0.168 Bottom Girder 0.351 -0.441 0.792 1.000 0.011 1.000 0.001 1.000 0.430 0.036 10+
Span 1 Girder A, (Bar Develop.) 0.710 Bottom Girder 0.351 -0.543 0.893 1.000 0.044 1.000 0.004 1.000 0.430 0.148 5.69
Span 1 Girder A, (1.5H) 4.844 Bottom Girder 0.351 -0.809 1.159 1.000 0.278 1.000 0.026 1.000 0.430 0.913 0.94
Span 1 Girder A, (0.1Ls) 5.100 Bottom Girder 0.351 -0.826 1.176 1.000 0.291 1.000 0.028 1.000 0.430 0.954 0.90
Span 1 Girder A, (0.2Ls) 10.200 Bottom Girder 0.351 -1.168 1.518 1.000 0.517 1.000 0.049 1.000 0.430 1.652 0.58
Span 1 Girder A, (0.3Ls) 15.300 Bottom Girder 0.351 -1.513 1.864 1.000 0.679 1.000 0.065 1.000 0.430 2.093 0.54
Span 1 Girder A, (0.4Ls) 20.400 Bottom Girder 0.351 -1.845 2.196 1.000 0.776 1.000 0.074 1.000 0.430 2.345 0.57
Span 1 Girder A, (HP) 24.215 Bottom Girder 0.351 -2.068 2.418 1.000 0.806 1.000 0.077 1.000 0.430 2.390 0.64
Span 1 Girder A, 24.220 Bottom Girder 0.351 -2.068 2.418 1.000 0.806 1.000 0.077 1.000 0.430 2.390 0.64
Span 1 Girder A, 25.280 Bottom Girder 0.351 -2.067 2.417 1.000 0.808 1.000 0.077 1.000 0.430 2.377 0.64
Span 1 Girder A, (HP) 25.285 Bottom Girder 0.351 -2.067 2.417 1.000 0.808 1.000 0.077 1.000 0.430 2.377 0.64
Span 1 Girder A, (0.5Ls) 25.500 Bottom Girder 0.351 -2.055 2.405 1.000 0.808 1.000 0.077 1.000 0.430 2.373 0.64
Span 1 Girder A, (0.6L s ) 30.600 Bottom Girder 0.351 -1.755 2.105 1.000 0.776 1.000 0.074 1.000 0.430 2.345 0.54
Span 1 Girder A, (0.7Ls) 35.700 Bottom Girder 0.351 -1.417 1.768 1.000 0.679 1.000 0.065 1.000 0.430 2.093 0.49
Location from Left Support
(ft)
Location f allow
(KSI)
f ps
(KSI)
f R
(KSI)
�DC
f
DC
(KSI)
�DW
f
DW
(KSI)
�LL
gM f
LL+IM
(KSI)
RF
26/111
Design - Operating
LL+IM Design
Rating for Positive Moment
* Live Load values are per girder and include impact.
Rating for Shear
Span 1 Girder A, (0.8Ls) 40.800 Bottom Girder 0.351 -1.070 1.421 1.000 0.517 1.000 0.049 1.000 0.430 1.652 0.52
Span 1 Girder A, (0.9Ls) 45.900 Bottom Girder 0.351 -0.730 1.081 1.000 0.291 1.000 0.028 1.000 0.430 0.954 0.80
Span 1 Girder A, (1.5H) 46.156 Bottom Girder 0.351 -0.713 1.064 1.000 0.278 1.000 0.026 1.000 0.430 0.913 0.83
Span 1 Girder A, (Bar Develop.) 48.790 Bottom Girder 0.351 -0.544 0.894 1.000 0.134 1.000 0.013 1.000 0.430 0.445 1.68
Span 1 Girder A, (Bar Develop.) 49.332 Bottom Girder 0.351 -0.442 0.792 1.000 0.102 1.000 0.010 1.000 0.430 0.340 2.00
Span 1 Girder A, (Bar Develop.) 49.874 Bottom Girder 0.351 -0.309 0.659 1.000 0.070 1.000 0.007 1.000 0.430 0.233 2.50
Span 1 Girder A, (1.0Ls) 51.000 Bottom Girder 0.351 -0.081 0.431 1.000 0.000 1.000 0.000 1.000 0.430 0.000 10+
Location from Left Support
(ft)
Location f allow
(KSI)
f ps
(KSI)
f R
(KSI)
�DC
f
DC
(KSI)
�DW
f
DW
(KSI)
�LL
gM f
LL+IM
(KSI)
RF
Span 1 Girder A, (0.0Ls) 0.000 1.000 1.000 1.000 1.000 157.30 1.250 0.00 1.500 0.00 1.350 0.430 0.00 10+
Span 1 Girder A, (Bar Develop.) 0.168 1.000 1.000 1.000 1.000 171.90 1.250 2.04 1.500 0.19 1.350 0.430 6.82 10+
Span 1 Girder A, (Bar Develop.) 0.710 1.000 1.000 1.000 1.000 207.20 1.250 8.50 1.500 0.81 1.350 0.430 28.41 5.09
Span 1 Girder A, (0.1Ls) 5.100 1.000 1.000 1.000 1.000 349.27 1.250 55.73 1.500 5.31 1.350 0.430 182.78 1.10
Span 1 Girder A, (0.2Ls) 10.200 1.000 1.000 1.000 1.000 525.55 1.250 99.07 1.500 9.44 1.350 0.430 316.40 0.91
Span 1 Girder A, (0.3Ls) 15.300 1.000 1.000 1.000 1.000 630.02 1.250 130.03 1.500 12.39 1.350 0.430 400.87 0.83
Span 1 Girder A, (0.4Ls) 20.400 1.000 1.000 1.000 1.000 734.50 1.250 148.60 1.500 14.16 1.350 0.430 448.98 0.87
Span 1 Girder A, (HP) 24.215 1.000 1.000 1.000 1.000 812.65 1.250 154.40 1.500 14.71 1.350 0.430 457.63 0.97
Span 1 Girder A, 24.220 1.000 1.000 1.000 1.000 812.65 1.250 154.41 1.500 14.71 1.350 0.430 457.62 0.97
Span 1 Girder A, 25.280 1.000 1.000 1.000 1.000 812.65 1.250 154.78 1.500 14.75 1.350 0.430 455.13 0.97
Span 1 Girder A, (HP) 25.285 1.000 1.000 1.000 1.000 812.65 1.250 154.79 1.500 14.75 1.350 0.430 455.11 0.97
Span 1 Girder A, (0.5Ls) 25.500 1.000 1.000 1.000 1.000 808.25 1.250 154.80 1.500 14.75 1.350 0.430 454.35 0.97
Span 1 Girder A, (0.6Ls) 30.600 1.000 1.000 1.000 1.000 703.77 1.250 148.60 1.500 14.16 1.350 0.430 448.98 0.82
Span 1 Girder A, (0.7Ls) 35.700 1.000 1.000 1.000 1.000 599.30 1.250 130.03 1.500 12.39 1.350 0.430 400.87 0.77
Span 1 Girder A, (0.8Ls) 40.800 1.000 1.000 1.000 1.000 492.79 1.250 99.07 1.500 9.44 1.350 0.430 316.40 0.83
Span 1 Girder A, (0.9Ls) 45.900 1.000 1.000 1.000 1.000 296.65 1.250 55.73 1.500 5.31 1.350 0.430 182.78 0.89
Span 1 Girder A, (1.5H) 46.156 1.000 1.000 1.000 1.000 288.09 1.250 53.22 1.500 5.07 1.350 0.430 174.77 0.91
Span 1 Girder A, (Bar Develop.) 48.790 1.000 1.000 1.000 0.912 207.20 1.250 25.67 1.500 2.45 1.350 0.430 85.25 1.33
Span 1 Girder A, (Bar Develop.) 49.332 1.000 1.000 1.000 0.914 171.90 1.250 19.59 1.500 1.87 1.350 0.430 65.20 1.48
Span 1 Girder A, (Bar Develop.) 49.874 1.000 1.000 1.000 0.977 125.63 1.250 13.37 1.500 1.27 1.350 0.430 44.59 1.73
Span 1 Girder A, (1.0Ls) 51.000 1.000 1.000 1.000 1.000 36.52 1.250 0.00 1.500 0.00 1.350 0.430 0.00 10+
Location from Left Support
(ft)
�c �s �n K Mn
(kip-ft)
�DC
MDC
(kip-ft)
�DW
MDW
(kip-ft)
�LL
gM MLL+IM (*)
(kip-ft)
RF
Span 1 Girder A, (0.0Ls) 0.000 1.000 1.000 0.800 38.41 1.250 13.09 1.500 1.16 1.350 0.430 40.66 0.23
Span 1 Girder A, (Bar Develop.) 0.168 1.000 1.000 0.800 39.21 1.250 12.06 1.500 1.15 1.350 0.430 40.48 0.27
Location from Left Support
(ft)
�c �s �n Vn
(kip)
�DC
VDC
(kip)
�DW
VDW
(kip)
�LL
gV VLL+IM (*)
(kip)
RF
27/111
Legal Load - Routine Commercial Traffic
Type 3
Rating for Positive Moment
Span 1 Girder A, (PSXFR, FoS) 0.500 1.000 1.000 0.800 40.80 1.250 11.90 1.500 1.13 1.350 0.430 40.12 0.30
Span 1 Girder A, (Bar Develop.) 0.710 1.000 1.000 0.800 40.80 1.250 11.80 1.500 1.12 1.350 0.430 39.89 0.30
Span 1 Girder A, (SZB) 1.458 1.000 1.000 0.800 40.80 1.250 11.45 1.500 1.09 1.350 0.430 39.09 0.32
Span 1 Girder A, 2.172 1.000 1.000 0.800 40.80 1.250 11.11 1.500 1.06 1.350 0.430 38.32 0.33
Span 1 Girder A, (CS) 2.585 1.000 1.000 0.800 40.80 1.250 10.91 1.500 1.04 1.350 0.430 37.88 0.34
Span 1 Girder A, (H) 3.396 1.000 1.000 0.800 40.79 1.250 10.52 1.500 1.00 1.350 0.430 37.01 0.36
Span 1 Girder A, (1.5H) 4.844 1.000 1.000 0.800 40.79 1.250 9.83 1.500 0.94 1.350 0.430 35.48 0.40
Span 1 Girder A, (0.1Ls) 5.100 1.000 1.000 0.800 40.78 1.250 9.71 1.500 0.93 1.350 0.430 35.21 0.40
Span 1 Girder A, (0.2Ls) 10.200 1.000 1.000 0.800 70.89 1.250 7.28 1.500 0.69 1.350 0.430 29.90 1.15
Span 1 Girder A, (0.3L s ) 15.300 1.000 1.000 0.800 55.29 1.250 4.86 1.500 0.46 1.350 0.430 24.73 1.12
Span 1 Girder A, (0.4Ls) 20.400 1.000 1.000 0.800 56.10 1.250 2.43 1.500 0.23 1.350 0.430 19.70 1.56
Span 1 Girder A, (0.5Ls) 25.500 1.000 1.000 0.800 68.17 1.250 0.00 1.500 0.00 1.350 0.430 -15.03 2.69
Span 1 Girder A, (0.6Ls) 30.600 1.000 1.000 0.800 51.87 1.250 -2.43 1.500 -0.23 1.350 0.430 -19.70 1.43
Span 1 Girder A, (0.7Ls) 35.700 1.000 1.000 0.800 55.39 1.250 -4.86 1.500 -0.46 1.350 0.430 -24.73 1.12
Span 1 Girder A, (0.8Ls) 40.800 1.000 1.000 0.800 70.88 1.250 -7.28 1.500 -0.69 1.350 0.430 -29.90 1.15
Span 1 Girder A, (0.9Ls) 45.900 1.000 1.000 0.800 40.80 1.250 -9.71 1.500 -0.93 1.350 0.430 -35.21 0.40
Span 1 Girder A, (1.5H) 46.156 1.000 1.000 0.800 40.80 1.250 -9.83 1.500 -0.94 1.350 0.430 -35.48 0.40
Span 1 Girder A, (H) 47.604 1.000 1.000 0.800 40.80 1.250 -10.52 1.500 -1.00 1.350 0.430 -37.01 0.36
Span 1 Girder A, (SZB) 48.042 1.000 1.000 0.800 40.80 1.250 -10.73 1.500 -1.02 1.350 0.430 -37.48 0.35
Span 1 Girder A, (CS) 48.415 1.000 1.000 0.800 78.13 1.250 -10.91 1.500 -1.04 1.350 0.430 -37.88 0.93
Span 1 Girder A, (Bar Develop.) 48.790 1.000 1.000 0.800 78.13 1.250 -11.09 1.500 -1.06 1.350 0.430 -38.28 0.91
Span 1 Girder A, 48.828 1.000 1.000 0.800 78.13 1.250 -11.11 1.500 -1.06 1.350 0.430 -38.32 0.91
Span 1 Girder A, (PSXFR) 49.000 1.000 1.000 0.800 78.13 1.250 -11.19 1.500 -1.07 1.350 0.430 -38.50 0.90
Span 1 Girder A, (Bar Develop.) 49.332 1.000 1.000 0.800 76.54 1.250 -11.35 1.500 -1.08 1.350 0.430 -38.86 0.87
Span 1 Girder A, (Bar Develop.) 49.874 1.000 1.000 0.800 73.95 1.250 -11.60 1.500 -1.11 1.350 0.430 -39.44 0.81
Span 1 Girder A, (FoS) 50.500 1.000 1.000 0.800 70.95 1.250 -11.90 1.500 -1.13 1.350 0.430 -40.12 0.74
Span 1 Girder A, (1.0Ls) 51.000 1.000 1.000 0.800 68.56 1.250 -12.38 1.500 -1.16 1.350 0.430 -40.66 0.69
Location from Left Support
(ft)
�c �s �n Vn
(kip)
�DC
VDC
(kip)
�DW
VDW
(kip)
�LL
gV VLL+IM (*)
(kip)
RF
Span 1 Girder A, (0.0Ls) 0.000 1.000 1.000 1.000 1.000 157.30 1.250 0.00 1.500 0.00 1.300 0.430 0.00 10+
Span 1 Girder A, (Bar Develop.) 0.168 1.000 1.000 1.000 1.000 171.90 1.250 2.04 1.500 0.19 1.300 0.430 3.39 10+
Span 1 Girder A, (Bar Develop.) 0.710 1.000 1.000 1.000 1.000 207.20 1.250 8.50 1.500 0.81 1.300 0.430 14.12 10+
Span 1 Girder A, (0.1Ls) 5.100 1.000 1.000 1.000 1.000 349.27 1.250 55.73 1.500 5.31 1.300 0.430 90.96 2.30
Span 1 Girder A, (0.2Ls) 10.200 1.000 1.000 1.000 1.000 525.55 1.250 99.07 1.500 9.44 1.300 0.430 157.79 1.89
Span 1 Girder A, (0.3Ls) 15.300 1.000 1.000 1.000 1.000 630.02 1.250 130.03 1.500 12.39 1.300 0.430 200.50 1.72
Span 1 Girder A, (0.4L s ) 20.400 1.000 1.000 1.000 1.000 734.50 1.250 148.60 1.500 14.16 1.300 0.430 224.77 1.81
Span 1 Girder A, (0.5Ls) 25.500 1.000 1.000 1.000 1.000 808.25 1.250 154.80 1.500 14.75 1.300 0.430 228.70 1.99
Span 1 Girder A, (0.6Ls) 30.600 1.000 1.000 1.000 1.000 703.77 1.250 148.60 1.500 14.16 1.300 0.430 224.77 1.70
Span 1 Girder A, (0.7Ls) 35.700 1.000 1.000 1.000 1.000 599.30 1.250 130.03 1.500 12.39 1.300 0.430 200.50 1.60
Location from Left Support
(ft)
�c �s �n K Mn
(kip-ft)
�DC
MDC
(kip-ft)
�DW
MDW
(kip-ft)
�LL
gM MLL+IM (*)
(kip-ft)
RF
28/111
Rating for Shear
* Live Load values are per girder and include impact.
Rating for Stress
Span 1 Girder A, (0.8Ls) 40.800 1.000 1.000 1.000 1.000 492.79 1.250 99.07 1.500 9.44 1.300 0.430 157.79 1.73
Span 1 Girder A, (0.9Ls) 45.900 1.000 1.000 1.000 1.000 296.65 1.250 55.73 1.500 5.31 1.300 0.430 90.96 1.85
Span 1 Girder A, (Bar Develop.) 48.790 1.000 1.000 1.000 0.912 207.20 1.250 25.67 1.500 2.45 1.300 0.430 42.38 2.78
Span 1 Girder A, (Bar Develop.) 49.332 1.000 1.000 1.000 0.914 171.90 1.250 19.59 1.500 1.87 1.300 0.430 32.41 3.08
Span 1 Girder A, (Bar Develop.) 49.874 1.000 1.000 1.000 0.977 125.63 1.250 13.37 1.500 1.27 1.300 0.430 22.16 3.61
Span 1 Girder A, (1.0Ls) 51.000 1.000 1.000 1.000 1.000 36.52 1.250 0.00 1.500 0.00 1.300 0.430 0.00 10+
Location from Left Support
(ft)
�c �s �n K Mn
(kip-ft)
�DC
MDC
(kip-ft)
�DW
MDW
(kip-ft)
�LL
gM MLL+IM (*)
(kip-ft)
RF
Span 1 Girder A, (0.0Ls) 0.000 1.000 1.000 0.800 38.41 1.250 13.09 1.500 1.16 1.300 0.430 20.20 0.48
Span 1 Girder A, (Bar Develop.) 0.168 1.000 1.000 0.800 39.21 1.250 12.06 1.500 1.15 1.300 0.430 20.12 0.56
Span 1 Girder A, (PSXFR, FoS) 0.500 1.000 1.000 0.800 40.80 1.250 11.90 1.500 1.13 1.300 0.430 19.97 0.62
Span 1 Girder A, (Bar Develop.) 0.710 1.000 1.000 0.800 40.80 1.250 11.80 1.500 1.12 1.300 0.430 19.87 0.63
Span 1 Girder A, (SZB) 1.458 1.000 1.000 0.800 40.80 1.250 11.45 1.500 1.09 1.300 0.430 19.52 0.66
Span 1 Girder A, 2.172 1.000 1.000 0.800 40.80 1.250 11.11 1.500 1.06 1.300 0.430 19.19 0.69
Span 1 Girder A, (CS) 2.585 1.000 1.000 0.800 40.80 1.250 10.91 1.500 1.04 1.300 0.430 19.00 0.71
Span 1 Girder A, (H) 3.396 1.000 1.000 0.800 40.79 1.250 10.52 1.500 1.00 1.300 0.430 18.63 0.74
Span 1 Girder A, (1.5H) 4.844 1.000 1.000 0.800 40.79 1.250 9.83 1.500 0.94 1.300 0.430 17.95 0.81
Span 1 Girder A, (0.1Ls) 5.100 1.000 1.000 0.800 40.78 1.250 9.71 1.500 0.93 1.300 0.430 17.83 0.82
Span 1 Girder A, (0.2Ls) 10.200 1.000 1.000 0.800 117.09 1.250 7.28 1.500 0.69 1.300 0.430 15.47 4.15
Span 1 Girder A, (0.3L s ) 15.300 1.000 1.000 0.800 110.87 1.250 4.86 1.500 0.46 1.300 0.430 13.10 4.81
Span 1 Girder A, (0.4Ls) 20.400 1.000 1.000 0.800 116.12 1.250 2.43 1.500 0.23 1.300 0.430 10.74 6.41
Span 1 Girder A, (0.5Ls) 25.500 1.000 1.000 0.800 129.66 1.250 0.00 1.500 0.00 1.300 0.430 -8.37 9.53
Span 1 Girder A, (0.6Ls) 30.600 1.000 1.000 0.800 110.58 1.250 -2.43 1.500 -0.23 1.300 0.430 -10.74 6.09
Span 1 Girder A, (0.7Ls) 35.700 1.000 1.000 0.800 110.96 1.250 -4.86 1.500 -0.46 1.300 0.430 -13.10 4.81
Span 1 Girder A, (0.8Ls) 40.800 1.000 1.000 0.800 117.11 1.250 -7.28 1.500 -0.69 1.300 0.430 -15.47 4.15
Span 1 Girder A, (0.9Ls) 45.900 1.000 1.000 0.800 40.80 1.250 -9.71 1.500 -0.93 1.300 0.430 -17.83 0.82
Span 1 Girder A, (1.5H) 46.156 1.000 1.000 0.800 40.80 1.250 -9.83 1.500 -0.94 1.300 0.430 -17.95 0.81
Span 1 Girder A, (H) 47.604 1.000 1.000 0.800 40.80 1.250 -10.52 1.500 -1.00 1.300 0.430 -18.63 0.74
Span 1 Girder A, (SZB) 48.042 1.000 1.000 0.800 40.80 1.250 -10.73 1.500 -1.02 1.300 0.430 -18.83 0.72
Span 1 Girder A, (CS) 48.415 1.000 1.000 0.800 78.13 1.250 -10.91 1.500 -1.04 1.300 0.430 -19.00 1.92
Span 1 Girder A, (Bar Develop.) 48.790 1.000 1.000 0.800 78.13 1.250 -11.09 1.500 -1.06 1.300 0.430 -19.17 1.89
Span 1 Girder A, (Bar Develop.) 49.332 1.000 1.000 0.800 76.54 1.250 -11.35 1.500 -1.08 1.300 0.430 -19.43 1.80
Span 1 Girder A, (Bar Develop.) 49.874 1.000 1.000 0.800 73.95 1.250 -11.60 1.500 -1.11 1.300 0.430 -19.68 1.68
Span 1 Girder A, (1.0Ls) 51.000 1.000 1.000 0.800 68.56 1.250 -12.38 1.500 -1.16 1.300 0.430 -20.20 1.43
Location from Left Support
(ft)
�c �s �n Vn
(kip)
�DC
VDC
(kip)
�DW
VDW
(kip)
�LL
gV VLL+IM (*)
(kip)
RF
Span 1 Girder A, (0.0Ls) 0.000 Bottom Girder 0.351 -0.398 0.749 1.000 0.000 1.000 0.000 1.000 0.430 0.000 10+
Span 1 Girder A, (Bar Develop.) 0.168 Bottom Girder 0.351 -0.441 0.792 1.000 0.011 1.000 0.001 1.000 0.430 0.018 10+
Span 1 Girder A, (Bar Develop.) 0.710 Bottom Girder 0.351 -0.543 0.893 1.000 0.044 1.000 0.004 1.000 0.430 0.074 10+
Span 1 Girder A, (0.1Ls) 5.100 Bottom Girder 0.351 -0.826 1.176 1.000 0.291 1.000 0.028 1.000 0.430 0.475 1.81
Span 1 Girder A, (0.2Ls) 10.200 Bottom Girder 0.351 -1.168 1.518 1.000 0.517 1.000 0.049 1.000 0.430 0.824 1.15
Span 1 Girder A, (0.3L s ) 15.300 Bottom Girder 0.351 -1.513 1.864 1.000 0.679 1.000 0.065 1.000 0.430 1.047 1.07
Location from Left Support
(ft)
Location f allow
(KSI)
f ps
(KSI)
f R
(KSI)
�DC
f
DC
(KSI)
�DW
f
DW
(KSI)
�LL
gM f
LL+IM
(KSI)
RF
29/111
Load Posting Analysis Details [MBE 6A.8]
Type 3S2
Rating for Positive Moment
* Live Load values are per girder and include impact.
Rating for Shear
Span 1 Girder A, (0.4Ls) 20.400 Bottom Girder 0.351 -1.845 2.196 1.000 0.776 1.000 0.074 1.000 0.430 1.174 1.15
Span 1 Girder A, (0.5Ls) 25.500 Bottom Girder 0.351 -2.055 2.405 1.000 0.808 1.000 0.077 1.000 0.430 1.194 1.27
Span 1 Girder A, (0.6Ls) 30.600 Bottom Girder 0.351 -1.755 2.105 1.000 0.776 1.000 0.074 1.000 0.430 1.174 1.07
Span 1 Girder A, (0.7L s ) 35.700 Bottom Girder 0.351 -1.417 1.768 1.000 0.679 1.000 0.065 1.000 0.430 1.047 0.98
Span 1 Girder A, (0.8Ls) 40.800 Bottom Girder 0.351 -1.070 1.421 1.000 0.517 1.000 0.049 1.000 0.430 0.824 1.04
Span 1 Girder A, (0.9Ls) 45.900 Bottom Girder 0.351 -0.730 1.081 1.000 0.291 1.000 0.028 1.000 0.430 0.475 1.60
Span 1 Girder A, (Bar Develop.) 48.790 Bottom Girder 0.351 -0.544 0.894 1.000 0.134 1.000 0.013 1.000 0.430 0.221 3.38
Span 1 Girder A, (Bar Develop.) 49.332 Bottom Girder 0.351 -0.442 0.792 1.000 0.102 1.000 0.010 1.000 0.430 0.169 4.02
Span 1 Girder A, (Bar Develop.) 49.874 Bottom Girder 0.351 -0.309 0.659 1.000 0.070 1.000 0.007 1.000 0.430 0.116 5.04
Span 1 Girder A, (1.0Ls) 51.000 Bottom Girder 0.351 -0.081 0.431 1.000 0.000 1.000 0.000 1.000 0.430 0.000 10+
Location from Left Support
(ft)
Location f allow
(KSI)
f ps
(KSI)
f R
(KSI)
�DC
f
DC
(KSI)
�DW
f
DW
(KSI)
�LL
gM f
LL+IM
(KSI)
RF
Type 3 25 0.48 12 6
Truck Weight (ton)
RF Safe Load
Capacity (ton)
Safe Posting
Load (ton)
Span 1 Girder A, (0.0Ls) 0.000 1.000 1.000 1.000 1.000 157.30 1.250 0.00 1.500 0.00 1.300 0.430 0.00 10+
Span 1 Girder A, (Bar Develop.) 0.168 1.000 1.000 1.000 1.000 171.90 1.250 2.04 1.500 0.19 1.300 0.430 3.62 10+
Span 1 Girder A, (Bar Develop.) 0.710 1.000 1.000 1.000 1.000 207.20 1.250 8.50 1.500 0.81 1.300 0.430 15.03 10+
Span 1 Girder A, (0.1Ls) 5.100 1.000 1.000 1.000 1.000 349.27 1.250 55.73 1.500 5.31 1.300 0.430 92.94 2.25
Span 1 Girder A, (0.2Ls) 10.200 1.000 1.000 1.000 1.000 525.55 1.250 99.07 1.500 9.44 1.300 0.430 151.32 1.97
Span 1 Girder A, (0.3Ls) 15.300 1.000 1.000 1.000 1.000 630.02 1.250 130.03 1.500 12.39 1.300 0.430 196.35 1.76
Span 1 Girder A, (0.4Ls) 20.400 1.000 1.000 1.000 1.000 734.50 1.250 148.60 1.500 14.16 1.300 0.430 215.92 1.88
Span 1 Girder A, (0.5Ls) 25.500 1.000 1.000 1.000 1.000 808.25 1.250 154.80 1.500 14.75 1.300 0.430 209.95 2.17
Span 1 Girder A, (0.6Ls) 30.600 1.000 1.000 1.000 1.000 703.77 1.250 148.60 1.500 14.16 1.300 0.430 215.92 1.77
Span 1 Girder A, (0.7L s ) 35.700 1.000 1.000 1.000 1.000 599.30 1.250 130.03 1.500 12.39 1.300 0.430 196.35 1.64
Span 1 Girder A, (0.8Ls) 40.800 1.000 1.000 1.000 1.000 492.79 1.250 99.07 1.500 9.44 1.300 0.430 151.32 1.80
Span 1 Girder A, (0.9Ls) 45.900 1.000 1.000 1.000 1.000 296.65 1.250 55.73 1.500 5.31 1.300 0.430 92.94 1.81
Span 1 Girder A, (Bar Develop.) 48.790 1.000 1.000 1.000 0.912 207.20 1.250 25.67 1.500 2.45 1.300 0.430 44.54 2.64
Span 1 Girder A, (Bar Develop.) 49.332 1.000 1.000 1.000 0.914 171.90 1.250 19.59 1.500 1.87 1.300 0.430 34.22 2.92
Span 1 Girder A, (Bar Develop.) 49.874 1.000 1.000 1.000 0.977 125.63 1.250 13.37 1.500 1.27 1.300 0.430 23.51 3.41
Span 1 Girder A, (1.0Ls) 51.000 1.000 1.000 1.000 1.000 36.52 1.250 0.00 1.500 0.00 1.300 0.430 0.00 10+
Location from Left Support
(ft)
�c �s �n K Mn
(kip-ft)
�DC
MDC
(kip-ft)
�DW
MDW
(kip-ft)
�LL
gM MLL+IM (*)
(kip-ft)
RF
30/111
Span 1 Girder A, (0.0L s ) 0.000 1.000 1.000 0.800 38.41 1.250 13.09 1.500 1.16 1.300 0.430 21.63 0.45
Span 1 Girder A, (Bar Develop.) 0.168 1.000 1.000 0.800 39.21 1.250 12.06 1.500 1.15 1.300 0.430 21.52 0.52
Span 1 Girder A, (PSXFR, FoS) 0.500 1.000 1.000 0.800 40.80 1.250 11.90 1.500 1.13 1.300 0.430 21.29 0.58
Span 1 Girder A, (Bar Develop.) 0.710 1.000 1.000 0.800 40.80 1.250 11.80 1.500 1.12 1.300 0.430 21.15 0.59
Span 1 Girder A, (SZB) 1.458 1.000 1.000 0.800 40.80 1.250 11.45 1.500 1.09 1.300 0.430 20.65 0.62
Span 1 Girder A, 2.172 1.000 1.000 0.800 40.80 1.250 11.11 1.500 1.06 1.300 0.430 20.18 0.65
Span 1 Girder A, (CS) 2.585 1.000 1.000 0.800 40.80 1.250 10.91 1.500 1.04 1.300 0.430 19.90 0.67
Span 1 Girder A, (H) 3.396 1.000 1.000 0.800 40.79 1.250 10.52 1.500 1.00 1.300 0.430 19.36 0.71
Span 1 Girder A, (1.5H) 4.844 1.000 1.000 0.800 40.79 1.250 9.83 1.500 0.94 1.300 0.430 18.39 0.79
Span 1 Girder A, (0.1Ls) 5.100 1.000 1.000 0.800 40.78 1.250 9.71 1.500 0.93 1.300 0.430 18.22 0.81
Span 1 Girder A, (0.2Ls) 10.200 1.000 1.000 0.800 117.09 1.250 7.28 1.500 0.69 1.300 0.430 14.84 4.33
Span 1 Girder A, (0.3Ls) 15.300 1.000 1.000 0.800 110.87 1.250 4.86 1.500 0.46 1.300 0.430 11.90 5.29
Span 1 Girder A, (0.4Ls) 20.400 1.000 1.000 0.800 116.12 1.250 2.43 1.500 0.23 1.300 0.430 9.67 7.12
Span 1 Girder A, (0.5Ls) 25.500 1.000 1.000 0.800 129.66 1.250 0.00 1.500 0.00 1.300 0.430 -7.23 10+
Span 1 Girder A, (0.6Ls) 30.600 1.000 1.000 0.800 110.58 1.250 -2.43 1.500 -0.23 1.300 0.430 -9.67 6.77
Span 1 Girder A, (0.7Ls) 35.700 1.000 1.000 0.800 110.96 1.250 -4.86 1.500 -0.46 1.300 0.430 -11.90 5.30
Span 1 Girder A, (0.8Ls) 40.800 1.000 1.000 0.800 117.11 1.250 -7.28 1.500 -0.69 1.300 0.430 -14.84 4.33
Span 1 Girder A, (0.9Ls) 45.900 1.000 1.000 0.800 40.80 1.250 -9.71 1.500 -0.93 1.300 0.430 -18.22 0.81
Span 1 Girder A, (1.5H) 46.156 1.000 1.000 0.800 40.80 1.250 -9.83 1.500 -0.94 1.300 0.430 -18.39 0.79
Span 1 Girder A, (H) 47.604 1.000 1.000 0.800 40.80 1.250 -10.52 1.500 -1.00 1.300 0.430 -19.36 0.71
Span 1 Girder A, (SZB) 48.042 1.000 1.000 0.800 40.80 1.250 -10.73 1.500 -1.02 1.300 0.430 -19.65 0.69
Span 1 Girder A, (CS) 48.415 1.000 1.000 0.800 78.13 1.250 -10.91 1.500 -1.04 1.300 0.430 -19.90 1.83
Span 1 Girder A, (Bar Develop.) 48.790 1.000 1.000 0.800 78.13 1.250 -11.09 1.500 -1.06 1.300 0.430 -20.15 1.80
Span 1 Girder A, (Bar Develop.) 49.332 1.000 1.000 0.800 76.54 1.250 -11.35 1.500 -1.08 1.300 0.430 -20.51 1.70
Span 1 Girder A, (Bar Develop.) 49.874 1.000 1.000 0.800 73.95 1.250 -11.60 1.500 -1.11 1.300 0.430 -20.88 1.58
Span 1 Girder A, (1.0Ls) 51.000 1.000 1.000 0.800 68.56 1.250 -12.38 1.500 -1.16 1.300 0.430 -21.63 1.34
Location from Left Support
(ft)
�c �s �n Vn
(kip)
�DC
VDC
(kip)
�DW
VDW
(kip)
�LL
gV VLL+IM (*)
(kip)
RF
Span 1 Girder A, (0.0Ls) 0.000 Bottom Girder 0.351 -0.398 0.749 1.000 0.000 1.000 0.000 1.000 0.430 0.000 10+
Span 1 Girder A, (Bar Develop.) 0.168 Bottom Girder 0.351 -0.441 0.792 1.000 0.011 1.000 0.001 1.000 0.430 0.019 10+
Span 1 Girder A, (Bar Develop.) 0.710 Bottom Girder 0.351 -0.543 0.893 1.000 0.044 1.000 0.004 1.000 0.430 0.078 10+
Span 1 Girder A, (0.1Ls) 5.100 Bottom Girder 0.351 -0.826 1.176 1.000 0.291 1.000 0.028 1.000 0.430 0.485 1.77
Span 1 Girder A, (0.2Ls) 10.200 Bottom Girder 0.351 -1.168 1.518 1.000 0.517 1.000 0.049 1.000 0.430 0.790 1.20
Span 1 Girder A, (0.3Ls) 15.300 Bottom Girder 0.351 -1.513 1.864 1.000 0.679 1.000 0.065 1.000 0.430 1.025 1.09
Span 1 Girder A, (0.4Ls) 20.400 Bottom Girder 0.351 -1.845 2.196 1.000 0.776 1.000 0.074 1.000 0.430 1.128 1.19
Span 1 Girder A, (0.5Ls) 25.500 Bottom Girder 0.351 -2.055 2.405 1.000 0.808 1.000 0.077 1.000 0.430 1.096 1.39
Span 1 Girder A, (0.6Ls) 30.600 Bottom Girder 0.351 -1.755 2.105 1.000 0.776 1.000 0.074 1.000 0.430 1.128 1.11
Span 1 Girder A, (0.7L s ) 35.700 Bottom Girder 0.351 -1.417 1.768 1.000 0.679 1.000 0.065 1.000 0.430 1.025 0.99
Span 1 Girder A, (0.8Ls) 40.800 Bottom Girder 0.351 -1.070 1.421 1.000 0.517 1.000 0.049 1.000 0.430 0.790 1.08
Span 1 Girder A, (0.9Ls) 45.900 Bottom Girder 0.351 -0.730 1.081 1.000 0.291 1.000 0.028 1.000 0.430 0.485 1.57
Span 1 Girder A, (Bar Develop.) 48.790 Bottom Girder 0.351 -0.544 0.894 1.000 0.134 1.000 0.013 1.000 0.430 0.233 3.21
Span 1 Girder A, (Bar Develop.) 49.332 Bottom Girder 0.351 -0.442 0.792 1.000 0.102 1.000 0.010 1.000 0.430 0.179 3.81
Span 1 Girder A, (Bar Develop.) 49.874 Bottom Girder 0.351 -0.309 0.659 1.000 0.070 1.000 0.007 1.000 0.430 0.123 4.75
Span 1 Girder A, (1.0Ls) 51.000 Bottom Girder 0.351 -0.081 0.431 1.000 0.000 1.000 0.000 1.000 0.430 0.000 10+
Location from Left Support
(ft)
Location f allow
(KSI)
f ps
(KSI)
f R
(KSI)
�DC
f
DC
(KSI)
�DW
f
DW
(KSI)
�LL
gM f
LL+IM
(KSI)
RF
31/111
Type 3-3
Rating for Positive Moment
* Live Load values are per girder and include impact.
Rating for Shear
Type 3S2 36 0.45 16 8
Truck Weight (ton)
RF Safe Load
Capacity (ton)
Safe Posting
Load (ton)
Span 1 Girder A, (0.0L s ) 0.000 1.000 1.000 1.000 1.000 157.30 1.250 0.00 1.500 0.00 1.300 0.430 0.00 10+
Span 1 Girder A, (Bar Develop.) 0.168 1.000 1.000 1.000 1.000 171.90 1.250 2.04 1.500 0.19 1.300 0.430 3.42 10+
Span 1 Girder A, (Bar Develop.) 0.710 1.000 1.000 1.000 1.000 207.20 1.250 8.50 1.500 0.81 1.300 0.430 14.20 10+
Span 1 Girder A, (0.1Ls) 5.100 1.000 1.000 1.000 1.000 349.27 1.250 55.73 1.500 5.31 1.300 0.430 87.85 2.38
Span 1 Girder A, (0.2Ls) 10.200 1.000 1.000 1.000 1.000 525.55 1.250 99.07 1.500 9.44 1.300 0.430 142.88 2.09
Span 1 Girder A, (0.3Ls) 15.300 1.000 1.000 1.000 1.000 630.02 1.250 130.03 1.500 12.39 1.300 0.430 177.22 1.95
Span 1 Girder A, (0.4Ls) 20.400 1.000 1.000 1.000 1.000 734.50 1.250 148.60 1.500 14.16 1.300 0.430 190.41 2.13
Span 1 Girder A, (0.5Ls) 25.500 1.000 1.000 1.000 1.000 808.25 1.250 154.80 1.500 14.75 1.300 0.430 194.40 2.34
Span 1 Girder A, (0.6Ls) 30.600 1.000 1.000 1.000 1.000 703.77 1.250 148.60 1.500 14.16 1.300 0.430 190.41 2.01
Span 1 Girder A, (0.7Ls) 35.700 1.000 1.000 1.000 1.000 599.30 1.250 130.03 1.500 12.39 1.300 0.430 177.22 1.82
Span 1 Girder A, (0.8Ls) 40.800 1.000 1.000 1.000 1.000 492.79 1.250 99.07 1.500 9.44 1.300 0.430 142.88 1.91
Span 1 Girder A, (0.9Ls) 45.900 1.000 1.000 1.000 1.000 296.65 1.250 55.73 1.500 5.31 1.300 0.430 87.85 1.92
Span 1 Girder A, (Bar Develop.) 48.790 1.000 1.000 1.000 0.912 207.20 1.250 25.67 1.500 2.45 1.300 0.430 42.10 2.80
Span 1 Girder A, (Bar Develop.) 49.332 1.000 1.000 1.000 0.914 171.90 1.250 19.59 1.500 1.87 1.300 0.430 32.35 3.09
Span 1 Girder A, (Bar Develop.) 49.874 1.000 1.000 1.000 0.977 125.63 1.250 13.37 1.500 1.27 1.300 0.430 22.22 3.60
Span 1 Girder A, (1.0Ls) 51.000 1.000 1.000 1.000 1.000 36.52 1.250 0.00 1.500 0.00 1.300 0.430 0.00 10+
Location from Left Support
(ft)
�c �s �n K Mn
(kip-ft)
�DC
MDC
(kip-ft)
�DW
MDW
(kip-ft)
�LL
gM MLL+IM (*)
(kip-ft)
RF
Span 1 Girder A, (0.0Ls) 0.000 1.000 1.000 0.800 38.41 1.250 13.09 1.500 1.16 1.300 0.430 20.44 0.48
Span 1 Girder A, (Bar Develop.) 0.168 1.000 1.000 0.800 39.21 1.250 12.06 1.500 1.15 1.300 0.430 20.33 0.55
Span 1 Girder A, (PSXFR, FoS) 0.500 1.000 1.000 0.800 40.80 1.250 11.90 1.500 1.13 1.300 0.430 20.13 0.61
Span 1 Girder A, (Bar Develop.) 0.710 1.000 1.000 0.800 40.80 1.250 11.80 1.500 1.12 1.300 0.430 19.99 0.62
Span 1 Girder A, (SZB) 1.458 1.000 1.000 0.800 40.80 1.250 11.45 1.500 1.09 1.300 0.430 19.52 0.66
Span 1 Girder A, 2.172 1.000 1.000 0.800 40.80 1.250 11.11 1.500 1.06 1.300 0.430 19.07 0.69
Span 1 Girder A, (CS) 2.585 1.000 1.000 0.800 40.80 1.250 10.91 1.500 1.04 1.300 0.430 18.81 0.71
Span 1 Girder A, (H) 3.396 1.000 1.000 0.800 40.79 1.250 10.52 1.500 1.00 1.300 0.430 18.30 0.76
Span 1 Girder A, (1.5H) 4.844 1.000 1.000 0.800 40.79 1.250 9.83 1.500 0.94 1.300 0.430 17.39 0.84
Span 1 Girder A, (0.1Ls) 5.100 1.000 1.000 0.800 40.78 1.250 9.71 1.500 0.93 1.300 0.430 17.22 0.85
Location from Left Support
(ft)
�c �s �n V n
(kip)
�DC
V
DC
(kip)
�DW
V
DW
(kip)
�LL
gV V
LL+IM
(kip)
RF
32/111
* Live Load values are per girder and include impact.
Load Posting Analysis Details [MBE 6A.8]
Legal Load - Specialized Hauling Vehicles
NRL
Span 1 Girder A, (0.2Ls) 10.200 1.000 1.000 0.800 117.09 1.250 7.28 1.500 0.69 1.300 0.430 14.01 4.59
Span 1 Girder A, (0.3Ls) 15.300 1.000 1.000 0.800 110.87 1.250 4.86 1.500 0.46 1.300 0.430 11.16 5.65
Span 1 Girder A, (0.4Ls) 20.400 1.000 1.000 0.800 116.12 1.250 2.43 1.500 0.23 1.300 0.430 9.00 7.65
Span 1 Girder A, (0.5L s ) 25.500 1.000 1.000 0.800 129.66 1.250 0.00 1.500 0.00 1.300 0.430 -6.92 10+
Span 1 Girder A, (0.6Ls) 30.600 1.000 1.000 0.800 110.58 1.250 -2.43 1.500 -0.23 1.300 0.430 -9.00 7.27
Span 1 Girder A, (0.7Ls) 35.700 1.000 1.000 0.800 110.96 1.250 -4.86 1.500 -0.46 1.300 0.430 -11.16 5.65
Span 1 Girder A, (0.8Ls) 40.800 1.000 1.000 0.800 117.11 1.250 -7.28 1.500 -0.69 1.300 0.430 -14.01 4.59
Span 1 Girder A, (0.9Ls) 45.900 1.000 1.000 0.800 40.80 1.250 -9.71 1.500 -0.93 1.300 0.430 -17.22 0.85
Span 1 Girder A, (1.5H) 46.156 1.000 1.000 0.800 40.80 1.250 -9.83 1.500 -0.94 1.300 0.430 -17.39 0.84
Span 1 Girder A, (H) 47.604 1.000 1.000 0.800 40.80 1.250 -10.52 1.500 -1.00 1.300 0.430 -18.30 0.76
Span 1 Girder A, (SZB) 48.042 1.000 1.000 0.800 40.80 1.250 -10.73 1.500 -1.02 1.300 0.430 -18.58 0.73
Span 1 Girder A, (CS) 48.415 1.000 1.000 0.800 78.13 1.250 -10.91 1.500 -1.04 1.300 0.430 -18.81 1.93
Span 1 Girder A, (Bar Develop.) 48.790 1.000 1.000 0.800 78.13 1.250 -11.09 1.500 -1.06 1.300 0.430 -19.05 1.90
Span 1 Girder A, (Bar Develop.) 49.332 1.000 1.000 0.800 76.54 1.250 -11.35 1.500 -1.08 1.300 0.430 -19.39 1.80
Span 1 Girder A, (Bar Develop.) 49.874 1.000 1.000 0.800 73.95 1.250 -11.60 1.500 -1.11 1.300 0.430 -19.73 1.68
Span 1 Girder A, (1.0Ls) 51.000 1.000 1.000 0.800 68.56 1.250 -12.38 1.500 -1.16 1.300 0.430 -20.44 1.42
Location from Left Support
(ft)
�c �s �n Vn
(kip)
�DC
VDC
(kip)
�DW
VDW
(kip)
�LL
gV VLL+IM (*)
(kip)
RF
Span 1 Girder A, (0.0Ls) 0.000 Bottom Girder 0.351 -0.398 0.749 1.000 0.000 1.000 0.000 1.000 0.430 0.000 10+
Span 1 Girder A, (Bar Develop.) 0.168 Bottom Girder 0.351 -0.441 0.792 1.000 0.011 1.000 0.001 1.000 0.430 0.018 10+
Span 1 Girder A, (Bar Develop.) 0.710 Bottom Girder 0.351 -0.543 0.893 1.000 0.044 1.000 0.004 1.000 0.430 0.074 10+
Span 1 Girder A, (0.1Ls) 5.100 Bottom Girder 0.351 -0.826 1.176 1.000 0.291 1.000 0.028 1.000 0.430 0.459 1.87
Span 1 Girder A, (0.2Ls) 10.200 Bottom Girder 0.351 -1.168 1.518 1.000 0.517 1.000 0.049 1.000 0.430 0.746 1.28
Span 1 Girder A, (0.3Ls) 15.300 Bottom Girder 0.351 -1.513 1.864 1.000 0.679 1.000 0.065 1.000 0.430 0.925 1.21
Span 1 Girder A, (0.4Ls) 20.400 Bottom Girder 0.351 -1.845 2.196 1.000 0.776 1.000 0.074 1.000 0.430 0.994 1.35
Span 1 Girder A, (0.5L s ) 25.500 Bottom Girder 0.351 -2.055 2.405 1.000 0.808 1.000 0.077 1.000 0.430 1.015 1.50
Span 1 Girder A, (0.6Ls) 30.600 Bottom Girder 0.351 -1.755 2.105 1.000 0.776 1.000 0.074 1.000 0.430 0.994 1.26
Span 1 Girder A, (0.7Ls) 35.700 Bottom Girder 0.351 -1.417 1.768 1.000 0.679 1.000 0.065 1.000 0.430 0.925 1.11
Span 1 Girder A, (0.8Ls) 40.800 Bottom Girder 0.351 -1.070 1.421 1.000 0.517 1.000 0.049 1.000 0.430 0.746 1.14
Span 1 Girder A, (0.9Ls) 45.900 Bottom Girder 0.351 -0.730 1.081 1.000 0.291 1.000 0.028 1.000 0.430 0.459 1.66
Span 1 Girder A, (Bar Develop.) 48.790 Bottom Girder 0.351 -0.544 0.894 1.000 0.134 1.000 0.013 1.000 0.430 0.220 3.40
Span 1 Girder A, (Bar Develop.) 49.332 Bottom Girder 0.351 -0.442 0.792 1.000 0.102 1.000 0.010 1.000 0.430 0.169 4.03
Span 1 Girder A, (Bar Develop.) 49.874 Bottom Girder 0.351 -0.309 0.659 1.000 0.070 1.000 0.007 1.000 0.430 0.116 5.02
Span 1 Girder A, (1.0L s ) 51.000 Bottom Girder 0.351 -0.081 0.431 1.000 0.000 1.000 0.000 1.000 0.430 0.000 10+
Location from Left Support
(ft)
Location f allow
(KSI)
f ps
(KSI)
f R
(KSI)
�DC
f
DC
(KSI)
�DW
f
DW
(KSI)
�LL
gM f
LL+IM
(KSI)
RF
Type 3-3 40 0.48 19 10
Truck Weight (ton)
RF Safe Load
Capacity (ton)
Safe Posting
Load (ton)
33/111
Rating for Positive Moment
Rating for Shear
Span 1 Girder A, (0.0Ls) 0.000 1.000 1.000 1.000 1.000 157.30 1.250 0.00 1.500 0.00 1.300 0.430 0.00 10+
Span 1 Girder A, (Bar Develop.) 0.168 1.000 1.000 1.000 1.000 171.90 1.250 2.04 1.500 0.19 1.300 0.430 4.62 10+
Span 1 Girder A, (Bar Develop.) 0.710 1.000 1.000 1.000 1.000 207.20 1.250 8.50 1.500 0.81 1.300 0.430 19.23 7.81
Span 1 Girder A, (0.1Ls) 5.100 1.000 1.000 1.000 1.000 349.27 1.250 55.73 1.500 5.31 1.300 0.430 121.47 1.72
Span 1 Girder A, (0.2Ls) 10.200 1.000 1.000 1.000 1.000 525.55 1.250 99.07 1.500 9.44 1.300 0.430 219.47 1.36
Span 1 Girder A, (0.3Ls) 15.300 1.000 1.000 1.000 1.000 630.02 1.250 130.03 1.500 12.39 1.300 0.430 295.15 1.17
Span 1 Girder A, (0.4Ls) 20.400 1.000 1.000 1.000 1.000 734.50 1.250 148.60 1.500 14.16 1.300 0.430 345.10 1.18
Span 1 Girder A, (0.5Ls) 25.500 1.000 1.000 1.000 1.000 808.25 1.250 154.80 1.500…
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